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CANTILEVER
Published by Universitas Sriwijaya
ISSN : 19074247     EISSN : 24774863     DOI : -
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Transportation
CANTILEVER merupakan jurnal penelitian dan kajian teknik sipil yang menyajikan hasil-hasil penelitian di bidang struktur, transportasi, pengembangan sumberdaya air, geoteknik, manajemen infrastruktur, dan rekayasa lingkungan serta arsitektur. Cantilever pertama kali diterbitkan pada tahun 2006 dalam versi cetak. Sejak tahun 2015, cantilever diterbitkan baik dalam versi cetak maupun online (e-journal). Jurnal ini dikelola dan diterbitkan oleh Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya. Cantilever terbit 2 (dua) kali dalam setahun, yaitu pada April dan Oktober.
Arjuna Subject : -
Articles 52 Documents
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PERENCANAAN SIMPANG EMPAT BERSINYAL PASAR LEMABANG KOTA PALEMBANG DENGAN PROGRAM SIMULASI VISSIM Rahman, Abdul
CANTILEVER Vol 5, No 2 (2016): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Lemabang Market is located at a crowded junction in Palembang city, which connect four streets, namely Jl. Yos Sudarso, Jl. Jendral Bambang Utoyo, Jl. RE. Martadinata, and Jl. Ratu Sianum. The intersection has traffic signals, but no traffic signs. The condition of the four approaching roads are narrow. Jl. RE Martadinata and Jl. Yos Sudarso have heavy traffic volume, while Jl. Jendral Bambang Utoyo and Jl. Ratu Sianum have less traffic. This study is aimed to evaluate the performance of the intersection, the existing condition of the traffic, and analyze several alternative traffic arrangements by creating some alternative solutions by means of VISSIM 8. The traffic counting survey was done, as well as inventory survey for road and intersection of Lemabang. The result of simulation model shows that the improvement of median, road geometric and remove the blocking in the middle of junction give better performance in alternative 1 and alternative 2.
ANALISIS STABILITAS STRUKTUR PELAT DENGAN SOLUSI DERET FOURIER DAN FINITE DIFFERENCE Saloma, Saloma; Dolu, Anwar
CANTILEVER Vol 2, No 1 (2007): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Differential Equation of Slab is manifestation from mathematic model that refers physics fenomens from slab flexible, which is decreased by asumstions that have related with material characteristics such as elastic linear, homogen, isotropic and others physics attitude. This differential equation solution with finite difference and Fourier Series is changed determines Differential Equation of Slab to trigonometric functions (sinus and cosinus), addition all trigonometric funcfion produce analytic solution from Differential Equation of Slab.
STUDI PERILAKU KUAT GESER BALOK BETON BERTULANG MEMADAT SENDIRI DENGAN SERAT “POLYPROPYLENE” Lisantono, A.; Praja, B.A.; Prasetio, H.K.
CANTILEVER Vol 7, No 2 (2018): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

This paper presents a study of the behavior of self compacting reinforced concrete with polypropylene fiber. Four self compacting reinforecd concrete beam specimens were cast and tested in this study. Two beams were cast without fiber and two beams were cast with polypropylene fiber. The proportion of polypropylene fiber was 0.9 kg/m of the weight of concrete and the proportion of silica fume was 10 % of the weight of portland cement. The dimension of the beam was (180×260) mm with 2000 mm length. Two longitudinal bars with Ø10 mm were placed at the top of the beam as compressive bars and three longitudinal bars with Ø10 mm were placed at the bottom of the beam as tensile bars. Shear reinforcement with Ø8 mm with spacing of 150 mm were placed at the midle, and there were no stirrups at the shear region. Several cylinder specimens with size of (150×300) mm and beam without reinforcement with size of (200×200×700) mm were also cast and tested to determine the mechanics properties of concrete such as compressive strength, tensile strength, modulus of elasticity and modulus of ruptures. The result show that the compressive strength and modulus of elasticity of self compacting concrete with polypropylene fiber were decreased 26.98 % and 9.98 %, respectively compare to the self compacting concrete without fiber. While the tensile strength and modulus of ruptures of the self compacting concrete with polypropylene fiber were increased 2.76 % and 3.65 %, respectively compare to the self compacting concrete without fiber. The shear capacities of the self compacting concrete beams without fiber were 62.76 kN and 63.44 kN. While the shear capacities of the self compacting concrete beams with polypropylene fiber were 60.77 kN and 50.61 kN.
ANALISIS DINAMIS SISTEM STRUKTUR DENGAN SKEMA MASSA KONSISTEN Hariandja, Binsar
CANTILEVER Vol 4, No 1 (2015): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

The paper deals with frequency analysis of irreguler framed structures. The analysis used finite element method cast in matrix formulation. Apart from frequency analysis of framed structures that assumed to be of frame with relative rigid floor system, and the mass of structure is lumped at each floor, the analysis adopted consistent mass formulation. To reduce structural degrees of freedom, static condensation and multi-point constraint algorithms where used. The natural frequency resulted out of proposed analysis was then compared to that obtained by assuming rigid floor. The difference was due to the different schemes used in the consideration of inertial mass forces.Key Words: dynamic analysis, finite element method, multi-point constraints, static condensation, natural frequency.
KAJIAN SIMPANG BERSINYAL PADA PEMBANGUNAN FLY OVER SPIMPANG BANDARA – TANJUNG API-API KOTA PALEMBANG Febriani, Sahila Nuriza; Mukhlis, Mukhlis; Nurmeyliandari, Revianty
CANTILEVER Vol 6, No 2 (2017): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

The development of transportation is now very rapid, especially the existing transportation on land. The development of transportation in Palembang City is also accompanied by problems that are no less complex than the progress. The problems that occur especially in the existing transportation network, the intersection of which is the meeting of two or more roads into a critical point of the occurrence of traffic congestion. Looking at the growth rate of traffic is increasing from year to year in the city of Palembang, so for the future there will be problems of intersection capacity that can no longer accommodate the flow of traffic. Based on the calculation of MKJI 1997 analysis, with the development of Fly Over Sp.Bandara-Tanjung Api-Api and the influence of construction of LRT (Light Rail Transit) of South Sumatra can reduce the level of delays at Simpang Bandara - Tanjung Api-Api, where before the development of value Level of service (LOS) E of 57 dtk / smp after construction of Fly over Sp.Bandara-Tanjung api-api (predicted 2018) increased to a service level / service level (LOS) C value of 18.03 sec / smp and predicted 5 years after development (Prediction year 2023) into value of service level or level of service (LOS) C equal to 18,58 dtk / smp.
PENGARUH VARIASI KEMIRINGAN DAN PENUTUP LAHAN (LAND COVER) TERHADAP DEBIT ALIRAN PERMUKAAN MENGGUNAKAN RAINFALL SIMULATOR Khairunnisa, Audrey Vinny; Yuono, Agus Lestari; Sarino, Sarino
CANTILEVER Vol 6, No 1 (2017): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

The increment of urban infrastructure development causes the green land as a catchment area changes into watertight land cover, so the surface runoff increases. When the surface runoff more than the infiltration, its causes floods. One of the solutions is reduce the quantity of watertight land by using the eco-friendly land cover. Besides land cover, land slope is one of the factors affecting amount of surface flow. Therefore, this study was conducted to determine the effect of land cover use and slope relation to surface flow discharge with rain intensity 70 mm / hour. This research was conducted in laboratory using rainfall simulator with area 2 x 1 m and slope variation 0%, 1%, 2%, 3%. Types of land cover used in this research are paving block (stretcher and basketwave pattern), grass block, grass (Pennisetum purpureum schamach), concrete pavement and sand (as land without cover). The results of this study indicate the use of concrete pavement to produce surface flow discharge value ranged from 2.66 to 3.22 liters / minute, paving block of stretcherbond ranged from 2.43 to 3.0 liters / minute, paving block basketwave ranged from 2.17 to 2.72 liters / minute, grass block ranged from 1.99 to 2.59 liters / minute. Grass produced surface flow discharge ranging from 1.40 to 2.12 liters / minute and sand as land without cover ranged from 1.48 to 2.29 liters / minute. The land slope variation is very influential on the amount of surface runoff discharge. The steeper land, make the surface runoff discharge increase.
ANALISIS PEMILIHAN LOKASI PENGEMBANGAN KAWASAN MINABISNIS DI KABUPATEN MUSI RAWAS Saputra, Endra; Fitriani, Heni; Juliantina, Ika
CANTILEVER Vol 5, No 1 (2016): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Musi Rawas Regency is the best fish producing district in South Sumatera. This area needs a place for fish trade and processing. This study aims to determine the location of development of minapolitan areas, as a center of sales and fish processing. There are 3 districts that can be used as an alternative location of minabisnis area development in Musi Rawas Regency , namely Tugumulyo, Purwodadi, and Muara Beliti Subdistricts. The AHP method is used to determine which location is best as minapolitan. The result of survey shows that the choice of minabisnis development area in Tugumulyo sub district has a value of 125.37, the location in Muara Beliti sub-district has a value of 44,36, and location in Purwodadi has a value of 31,30. The mapping survey in Tugumulyo sub-district also shows that this area is appropriate to de developed as a minapolitan location.
EVALUASI LOKASI TERMINAL TIPE B MENJADI ALUN-ALUN KOTA (KOTA INDERALAYA KABUPATEN OGAN ILIR) Carmo, F.D.; Siswanto, Arie; Yazid, M.
CANTILEVER Vol 7, No 2 (2018): Cantilever
Publisher : Jurusan Teknik Sipil dan Perencanaan Fakultas Teknik Universitas Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (202.722 KB) | DOI: 10.35139/cantilever.v7i2.66

Abstract

The requirement of public open space has become a necessity of the urban community, as is the case of Inderalaya City where public open space has become a necessity too. Terminal Type B Inderalaya City is not functioning properly so that evaluated the location of the terminal and changed its function to the City Square. Where can be used as a place of social interaction activities for the community, sports activities, art and cultural activities, etc. This study examines how the functionality of type B terminal Inderalaya City and evaluate the terminal into the city square in fulfilling the needs of Public Open Space seen from the policy side taken. This research uses descriptive qualitative approach. Data analysis is done through field observation, literature study, open interview and documentation. The result of the research mentioned that Terminal Type B Indralaya City is not functioning properly. This can be seen from the aspects of facilities that are less well maintained, location aspect, terminal management aspect and so forth. Evaluation of terminal location is done by regulation and view existing condition of existing public open space, Type B Terminal can be utilized as Town Square.
ANALISIS STRUKTUR RANGKA BAJA MENGGUNAKAN BASE ISOLATION DENGAN TIME HISTORY ANALYSIS Saloma, Saloma
CANTILEVER Vol 4, No 1 (2015): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

This paper discussed the usage of base isolation in the form of leading rubber bearing which is applicated on steel structure of five floor. The analysis is done on steel structure by using base isolation. It is compared with steel structure without base isolation. The usage of base isolation on steel structure with loading earthquake can reduce response structure either displacement, velocity or accelaration.Key Words: base isolation, lead-rubber bearing.
ANALISIS FAKTOR YANG MEMPENGARUHI KEMAUAN BAYAR PENGHUNI RUSUNAWA Putri, Faradiah Hildy; Iqbal, Maulid M.; Juliantina, Ika
CANTILEVER Vol 7, No 1 (2018): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

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Abstract

Rental income of Kasnariansyah rent flats can not cover the increase in operating costs so that the new rental rates are adjusted. Adjustment of rental price is limited to 1/3 of the residents income. The purpose of this study is 1) determine the amount of Willingness to Pay (WTP), 2) determine the amount of Ability to Pay (ATP) 3) determine variables that influence the willingness to pay the occupants. The results showed that ATP and WTP approached the value of new rental rates. Factor of willingness to pay is influenced by income and perception of facility.

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